The permanent deformation of steel portal frames subjected to impulsive loading

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dc.contributor.advisorMartin, JBen_ZA
dc.contributor.authorHanan, Davideen_ZA
dc.date.accessioned2016-03-17T07:06:59Z
dc.date.available2016-03-17T07:06:59Z
dc.date.issued1977en_ZA
dc.descriptionBibliography: pages 65-67.en_ZA
dc.description.abstractThe inelastic response of steel portal frames with a mass attached to the centre of the beam member and subjected to large dynamic loads is studied. The analysis is carried out using the mode approximation technique extended to include strain-rate sensitivity, finite deflections and pulse duration. Experimental results are presented which show good agreement with theoretical predictions. The use of the extended Hamilton's principle for mode form solutions is discussed.en_ZA
dc.identifier.apacitationHanan, D. (1977). <i>The permanent deformation of steel portal frames subjected to impulsive loading</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/17863en_ZA
dc.identifier.chicagocitationHanan, Davide. <i>"The permanent deformation of steel portal frames subjected to impulsive loading."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977. http://hdl.handle.net/11427/17863en_ZA
dc.identifier.citationHanan, D. 1977. The permanent deformation of steel portal frames subjected to impulsive loading. University of Cape Town.en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Hanan, Davide AB - The inelastic response of steel portal frames with a mass attached to the centre of the beam member and subjected to large dynamic loads is studied. The analysis is carried out using the mode approximation technique extended to include strain-rate sensitivity, finite deflections and pulse duration. Experimental results are presented which show good agreement with theoretical predictions. The use of the extended Hamilton's principle for mode form solutions is discussed. DA - 1977 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 1977 T1 - The permanent deformation of steel portal frames subjected to impulsive loading TI - The permanent deformation of steel portal frames subjected to impulsive loading UR - http://hdl.handle.net/11427/17863 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/17863
dc.identifier.vancouvercitationHanan D. The permanent deformation of steel portal frames subjected to impulsive loading. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 1977 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/17863en_ZA
dc.language.isoengen_ZA
dc.publisher.departmentDepartment of Civil Engineeringen_ZA
dc.publisher.facultyFaculty of Engineering and the Built Environment
dc.publisher.institutionUniversity of Cape Town
dc.subject.otherCivil Engineeringen_ZA
dc.titleThe permanent deformation of steel portal frames subjected to impulsive loadingen_ZA
dc.typeMaster Thesis
dc.type.qualificationlevelMasters
dc.type.qualificationnameMSc (Eng)en_ZA
uct.type.filetypeText
uct.type.filetypeImage
uct.type.publicationResearchen_ZA
uct.type.resourceThesisen_ZA
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